Common Underground Pipeline Project at various sites of Ludhiana Distt

FINANCIAL BID NO.: DSWC/LDH/2026-27/02

Rates for Civil Works (Approved by CCS Punjab Chandigarh)

Name of the Firm/Bidder

Phone Number of Bidder Email id of Bidder

Total Estimated Amount of Work Rs.

Quoted by Contractor (As % less of Estimated Amount) Quote (+/-%)

Note: Please quote only figure (upto 2 decimal points) in above blue colour box in minus or plus. Do not put %age sign after this figure. Please check Quoted Rate in Next cell.

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 250 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Village - sirthala (6360/L) tehsil Dehlon distt Ludhiana

S. No. Item of Work Quantity Unit Rate in (Rupees) Total in Rupees

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 2560.44 /Cum 93.78 Ninety Three Rupees and Seventy Eight Paise

2 Lowering of 250 mm R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 2246 /Mtrs 70 Seventy Rupees Only

3 Jointing of class N.P.2 250 mm R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 898 /Joints 90.36 Ninety Rupees and thirty six Paise

4 Supplying, Lowering and Jointing of class N.P.-3 R.C.C pipes (250mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 0 /Meter 2000 Two Thousand Rupees Only

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (250 mm) 24 /Cut hole 62 Sixty Two Rupees Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 9 /Cut hole 41 Forty One Rupees Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (250mm) 24 /Riser & Valve 423.91 Four Hundred twenty three rupees and ninety one paise

8 Fixing of gate valve C.C 1:2:4 6 GATE valveE 1209.83 one thousands two hundred nine rupees and eighty three paise

9 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 9 Air vent pipe 279.06 Two Hundred seventy nine rupees and six paise

10 Fixing of PUMP STAND (900 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 3 /Pump Stand 6962 Rupees Six Thousand nine Hundred sixty two Only

Cost of Other Items

1 Nimar for jointing the pipe 58.396 Per kg 60 Sixty Rupees Only

2 Provision for Carriage of Pipe for lead upto 1 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 115 per tonnes 160.3 One Hundred Sixty Rupees and Thirty Paise

3 Haudi 1 per haudii 39542 Thirty nine thousands five hundred fourty two rupees 39542

4 Providing and fixing of Jaal(main haudi) 1 4000 Four thousand rupees only

Name of Work :- Earth work for excavation of Trenches for laying of Underground pipeline , lowering and jointing of 350 mm Dia RCC Pipes, fixing of AVP , Risers, Construction of Haudies at Mogha No 32310/R Village Rangian, Tehsil dehlon District- ludhiana.

S. No. Item of Work Quantity Unit Rate in (Rupees)

1 Earth work in Excavation in trenches not exceeding 2 m depth including dressing Bottom & sides of trenches, stacking the excavated Soil Clear from the edge of excavation & subsequent filling around layed pipes in 15 cm layer with compaction including disposal of all surplus soil as directed within a lead of 30 meters. 2627.63 /Cum 93.78 Rupees Ninty Three and Seventy Eight Only

2 Lowering of R.C.C. Class NP-2 Pipes in to trenches for all depths and laying out the same to correct alignment ,gradients level etc. 1925 /Mtrs 76 Rupee Seventy Six Only

3 Jointing of class N.P.2 R.C.C pipes in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge . 770 /Joints 159.26 Rupees One Hundred fifty nine and twenty six Paise Only

4 Supplying, Lowering and Jointing of class N.P.-2 R.C.C pipes (350mm) in trenches using collar joints jointed with 1:2 1/2 Cement sand mortar including facing trowelling and finishing the joints at the angle of 45 degree with faces of collars keeping joints w.e.f till cured, testing the drain lines or leakage and making good all leakage and defects to the satisfaction site incharge. (Through Rate) 10 /pipe 2777.02 Rupees Two Thousand seven hundred seventy seven and zero two

5 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (350 mm) 27 /Cut hole 95 Rupees Ninty Five Only

6 Cutting reinforcement ,Concrete pipes, chipping & finishing the cut surface to a uniform shape the satisfaction of site incharge (150 mm) 10 /Cut hole 41 Rupees Forty One Only

7 Fixing of Riser Pipe & Fixing of Alfa Alfa valves with C.C 1:2:4 (350mm) 27 /Riser & Valve 554.11 Rupees Five hundred fifty four and eleven Paise Only

8 Fixing of Air vent Pipes with C.C 1:2:4 (150mm) 10 /Air pipe 279.55 Rupees Two Hundred seventy nine and fifty five Paise Only

9 Fixing of PUMP STAND (900 MM) (Excavation+Labour and Material used for Foundation & Fixing of Pipe) 5 /Pump Stand 6975 Rupees Six Thousand nine Hundred seventy five Only

Estimate of Charges for Haudi (1.20 X 1.20 X 3 m)

1 Earth work in Excavation 8 cum 93.78 Rupees Ninty Three and Seventy Eight Only

2 B.B.C 1:8:16 0.6 cum 3861.45 Rupees Three Thousand Eight Hundred Sixty One and Fourty Five Paise Only

3 Plain Cement Concrete 1:2:4 0.14 cum 5080.83 Rupees Five Thousand Eighty and Eighty Three Paise Only

4 First Class burnt brick work laid in Cement sand mortar in 1:4 in foundation and plinth 4.75 cum 5283.9 Rupees Five Thousand Fourty One and Twenty Eight Paise Only

5 12.5 mm thick cement plaster work 1:4 15.32 cum 202.79 Rupees Two Hundred two and Seventy Nine Only

6 RCC Slab 1:2:4 0.21 cum 8179.41 Rupees Eight Thousand One Hundred Seventy Nine and Fourty One Paise Only

7 Foot rest (Item No. 29.37) 6 No 100 Rupees One Hundred Only

Total Cost for ONE Haudi

Total Cost for one Haudis (B) 34301

Cost of Other Items

1 Providing and Fixing of jaal 1 each 4000 Rupees Four Thousand Only

2 Drain Cut 0 each 50000 Fifty Thousand

3 Sign Board (5' X 3') 0 each 4000 Rupees Four Thousand Only

4 Fixing of gate valve (350 mm) 4 each 1720.1 Rupees One Thousand Seven Hundred Twenty F and ten Paise Only

5 Nimar for jointing the pipe 70.84 Per kg 60 Rupees Sixty Only

6 Provision for Carriage of Pipe for lead upto 2 Km (Subjected to actual site condition, given as per actual measurements provided by the site incharge or the Santioned amount in tender whichever is less) as per CSR 5.2 (13 b,c,d) of 2013 169.344 per tonnes 172.94 Rupees One Hundred Seventy Two and Ninty Four paise only